GE 861 EWS-52/2024-25

Amount

Demolition of cement concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) complete all as specified and as directed by Engineer-in-Charge.

Demolition of brick work of any description including all quoins, arches, pillars, etc, but excluding ashlar facings, built in cement mortar or cement lime mortar complete all as specified and as directed by Engineer-in-Charge.

Taking down cement or cement lime plaster any description on brick, stone or concrete surface of walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. complete all as specified and as directed by Engineer-in-Charge.

Dismantling Plain or corrugated steel sheeting, any gauge, thickness, including Nainital or similar pattern roof coverings complete all as specified and as directed by Engineer-in-Charge.

Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed by Engineer-in-Charge.

M&L for 100mm thick cement concrete (1:4:8) type D2 (using 40mm graded crushed stone aggregate) as in sub base of floor finished even and fair complete all as specified and as directed by Engineer-in-Charge

M&L for Sand filling under floors or in foundations including watering and consolidation complete all as specified and as directed by Engineer-in-Charge

M&L for Machine pressed precast concrete interlocking paver blocks any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and no pigment complete all as specified and as directed by Engineer-in-Charge.

M&L for Brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge.

M&L for 15mm thick rendering on fair faces or other than fair faces of brick work or concrete surfaces with cement mortar (1:4) and finishing the surface even and smooth (without using extra cement) complete all as specified and as directed by Engineer-in-Charge.

S&F Pre- painted galvalume aluminium zinc coating GI based corrugated steel sheets 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified and as directed by Engineer-in-Charge.

S&F mild steel work as in hand rails, half round or other steel section or core for wooden hand-rail straight portion, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embedding in concrete and screwing etc. wind ties for roof including securing bolts posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc.; flat iron fillets (for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc., and similar work conforming to Fe-290 Gde E-165 complete all as specified and as directed by Engineer-in-Charge

M&L including preparation of new steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer complete all as specified and as directed by Engineer-in-Charge.

M&L for Chequered cement concrete tiles 20cm x 20cm x 25mm thick, set, jointed and pointed in neat cement slurry in floors (with grey cement and no pigment) over and including 15mm thick screed bed or bedding layer of cement mortar (1:4) complete all as specified and as directed by Engineer-in-Charge.

M&L for cement concrete (1:3:6) type C1 (using 20mm graded crushed stone aggregate) as in coping complete all as specified and as directed by Engineer-in-Charge.

M&L including preparation of new plastered surfaces of walls and applying two coats of cement based paint over a coat of alkali resistant primer complete all as specified and as directed by Engineer-in-Charge.

M&L including preparation of new plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge.

M&L for precast cement concrete (1:2:4) Type B1 (using 20mm graded crushed stone aggregate) as in cover slabs of existing drain set in cement mortar (1:6) complete all as specified and as directed by Engineer-in-Charge. NOTE :- Steel reinforcement shall be measured and paid for separately.

S&F for Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and as directed by Engineer-in-Charge.

M&L including preparation by complete removal of existing treatment of old decorated plastered surfaces of walls and applying two coats of cement based paint over a coat of alkali resistant primer complete all as specified and as directed by Engineer-in-Charge.

M&L including preparation by complete removal of existing treatment of old decorated plastered surfaces of walls and applying three coats of white wash complete all as specified and as directed by Engineer-in-Charge.

M&L including preparation of old decorated steel surfaces of any description, over 10cm in width or girth, not otherwise described and applying one coat of synthetic enamel paint complete all as specified and as directed by Engineer-in-Charge.

M/S GASSI CONSTRUCTION AND CO (BID ID -3127504)

M/S SHEIKH FEROOZ AHMAD (BID ID -3135175)

M/S HAFIZ AND SONS (BID ID -3140387)